Table 58 (Concluded)
Construction and Rehabilitation History
)
The
voids between the steel sheetpiling and the cribs were filled with
stone and capped with concrete at an el of
ft lwd. The rubble
i
was repaired, and a
ft lwd.
concrete cap was included which had an el of
An inspection of the piers revealed them to be in fair condition.
1985
Settlement and l o s s of fill stone are evidenced in the piers, and
some of the structures are cracked and tilting. Replenishment of
fill with larger stone, and placement of riprap along the piers have
been recommended. An aerial view of the Charlevoix Harbor piers is
shown in Figure 165.
I
Figure 163. Charlevoix Harbor, Michigan
258
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